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Platform and muscles motion were monitored using tiny MEMS accelerometers; a contra lateral analysis was also presented.
In the following, first lateral analysis results of 10-story type A structure, then the results of all the structures in this group will be presented.
First, lateral analysis of a structure group with a definite axis number is executed for 10-story type A structure, then the results of all the structures in that group will be presented in Tables.
The standard of practice for the lateral analysis and design of light framed timber structures has been changing to more closely consider the effects of wall stiffness in the distribution of forces in a structure.
The proposed framework affords the in-depth interpretation of each type of relation, a lateral analysis of how different types of relations work together at specific stages of the innovation processes and a longitudinal dynamic analysis of how relations evolve during innovation processes.
An effect of congruency was detected in the sighted group for the P300 window in the lateral analysis (F 1,6) = 6.83, 0.04; F(1,6) = 3.06, p = 0.1) i.e. bigger amplitude for incongruent than for congruent trial.
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Table 2 Contra-lateral analysis: mean ± SD. (Hz) RF P1 BF P1 GL P1 RF P2 BF P2.
Contra-lateral analysis showed nonsignificant differences between dominant and nondominant lower limb; both lower limbs muscles motion resulted to be synchronous and symmetric with respect to the sagittal-plane.
As will be shown later in the paper, yielding at the base of the wall may be postponed to much later in the lateral (pushover) analysis.
The type of lateral behavior analysis of the walls used is nonlinear pushover analysis.
The chapter also describes lateral loading analysis.
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